Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAccepted-Finance | ₹33.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹34.6 LRejected-Finance 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | ₹34.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹42.8 LRejected-Finance | ₹42.8 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹45 L
EMD Value
₹4.3 L
Closing Date
31 Mar 2026, 12:00 pmClosed
se mzp circle pwd mirzapur
se mzp circle pwd mirzapur
Gopiganj Rampur ghat marg (ODR) ke navinikaran ka karya
2026_CEMRZ_1128297_1
1267/53M-mzp cir Date-17.03.2026
Open Tender
Civil Works
90 days
bhadohi
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
Yes
₹4.3 L
Yes
se mzp circle pwd mirzapur
29 Apr 2026
24 Mar 2026
31 Mar 2026
24 Mar 2026
31 Mar 2026
24 Mar 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | |||||
| 2Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | |||||
| 3Earthwork in cutting or in Patri in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers including ramming & dressing the surface to required levels and slopes and also including lift up to 1.50 m and lead upto 30 m. the earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer-in-charge & as per S.I.No.253. | |||||
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.48 MB
Tendernotice_2.pdf
PDF • 1.30 MB
BOQ_2104382.xls
BOQ • 0.27 MB
Download all tender documents and submit your bid
